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Influence of Tension cut-off on the Stability of Anchored Concrete soldier-pile Walls in Clay.

Title
Influence of Tension cut-off on the Stability of Anchored Concrete soldier-pile Walls in Clay.
Type
Article in International Scientific Journal
Year
2008
Authors
Armando N. Antão
(Author)
Other
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Nuno M. da Costa Guerra
(Author)
Other
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Manuel Matos Fernandes
(Author)
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António S. Cardoso
(Author)
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Journal
Vol. 45 No. 7
Pages: 1036-1044
ISSN: 0008-3674
Publisher: NRC Research Press
Indexing
Publicação em ISI Web of Science ISI Web of Science
Publicação em Scopus Scopus
COMPENDEX
Scientific classification
FOS: Engineering and technology > Civil engineering
Other information
Resumo (PT):
Abstract (EN): A previous paper studied the stability of soldier-pile walls in clay under vertical loading using upper bound analyses. A classical Tresca yield criterion was assumed in that analysis. This paper extends that study by considering a tension truncated Tresca yield criterion in an upper bound numerical analysis of the problem. It shows that assuming zero tension soil strength has a significant influence on the values of the minimum soldier-pile resistance required to ensure stability.
Language: English
Type (Professor's evaluation): Scientific
No. of pages: 9
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